DE10246312B3 - Fixed roadway for bridges or supports comprises a device for monitoring the substructure state especially in the transition region of substructure support plates - Google Patents

Fixed roadway for bridges or supports comprises a device for monitoring the substructure state especially in the transition region of substructure support plates Download PDF

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Publication number
DE10246312B3
DE10246312B3 DE10246312A DE10246312A DE10246312B3 DE 10246312 B3 DE10246312 B3 DE 10246312B3 DE 10246312 A DE10246312 A DE 10246312A DE 10246312 A DE10246312 A DE 10246312A DE 10246312 B3 DE10246312 B3 DE 10246312B3
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DE
Germany
Prior art keywords
substructure
slab
measuring
monitoring
roadway
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
DE10246312A
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German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Rail One GmbH
Original Assignee
Pfleiderer Infrastrukturtechnick GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to DE10246312A priority Critical patent/DE10246312B3/en
Application filed by Pfleiderer Infrastrukturtechnick GmbH and Co KG filed Critical Pfleiderer Infrastrukturtechnick GmbH and Co KG
Priority to EP03757900A priority patent/EP1546652B1/en
Priority to PCT/EP2003/010886 priority patent/WO2004033992A1/en
Priority to JP2004542399A priority patent/JP2006502328A/en
Priority to ES03757900T priority patent/ES2280789T3/en
Priority to SI200330690T priority patent/SI1546652T1/en
Priority to DE50306272T priority patent/DE50306272D1/en
Priority to AU2003273934A priority patent/AU2003273934A1/en
Priority to CA002501100A priority patent/CA2501100A1/en
Priority to US10/529,607 priority patent/US7152330B2/en
Priority to PL03375017A priority patent/PL375017A1/en
Priority to CNA2003801008941A priority patent/CN1703610A/en
Priority to PT03757900T priority patent/PT1546652E/en
Priority to KR1020057005831A priority patent/KR20050053733A/en
Priority to TW092127418A priority patent/TW200419043A/en
Application granted granted Critical
Publication of DE10246312B3 publication Critical patent/DE10246312B3/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B35/00—Applications of measuring apparatus or devices for track-building purposes
    • E01B35/12—Applications of measuring apparatus or devices for track-building purposes for measuring movement of the track or of the components thereof under rolling loads, e.g. depression of sleepers, increase of gauge
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B26/00—Tracks or track components not covered by any one of the preceding groups
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Radar, Positioning & Navigation (AREA)
  • General Physics & Mathematics (AREA)
  • Physics & Mathematics (AREA)
  • Remote Sensing (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Road Repair (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

Fixed roadway comprises a device for monitoring the substructure state especially in the transition region of substructure support plates. The above-lying roadway plate (2) is fixed on the ends (4, 5) of the substructure plates (1) to be monitored by measuring bolts (6) in vertical recesses. Independent claims are also included for the following: (1) Production of a fixed roadway by inserting the measuring bolts into the substructure plate before attachment of the roadway plate; and (2) Process for monitoring the substructure state of the above fixed roadway. Preferred Features: The measuring bolts protrude above the roadway plate by a precisely specified amount.

Description

Die Erfindung bezieht sich auf eine Feste Fahrbahn mit einer Vorrichtung zur Überwachung des Unterbauzustandes von Festen Fahrbahnen, insbesondere im Übergangsbereich von Unterbautragplatten ein Verfahren zu ihrer Herstellung sowie ein hierfür geeignetes Überwachungsverfahren.The invention relates to a Slab track with a device for monitoring the condition of the substructure of slab tracks, especially in the transition area of sub-base plates a process for their production and a suitable monitoring process.

Zur Beurteilung der Beanspruchung des Systems Feste Fahrbahn und zur Feststellung eventueller Abweichungen der vorgegebenen Geometrien im Bereich massiver Unterbauten, beispielsweise von Brücken oder Auflagern, bedarf es einer permanenten Revision der Auflagerbedingungen Fester Fahrbahnen. Als kritische Stellen sind dabei insbesondere die Übergänge zwischen den als Unterbau der Festen Fahrbahn dienenden Tragplattenelemente anzusehen. Weitere Revisionsschwerpunkte sind Fahrbahnübergänge an Kunstbauwerken und Übergänge zu anderen Bauarten.To assess the stress of the slab track system and to determine any deviations the given geometries in the area of massive substructures, for example bridges or support, a permanent revision of the support conditions is required Fixed roads. The critical points are in particular the transitions between the supporting plate elements serving as the substructure of the slab track to watch. Other key areas of revision are road crossings on art structures and transitions to others Types.

Der Erfindung liegt daher die Aufgabe zugrunde, eine Feste Fahrbahn mit einer Überwachungsvarrichtung zu schaffen, um gerade in diesen kritischen Übergangsbereichen eine einfache Überwachung des Unterbauzustandes zu erreichen, sodass beispielsweise ein Wegbrechen der Ränder der Unterbautragplatten rechtzeitig erkannt und notfalls repariert werden kann.The invention is therefore the object to create a slab track with a surveillance device, to just in these critical transition areas simple monitoring to achieve the substructure condition so that, for example, a breakaway the edges the sub-base plates were recognized in good time and repaired if necessary can be.

Zur Lösung dieser Aufgabe ist erfindungsgemäß vorgesehen, dass an den Enden der zu überwachenden Unterbautragplatten, die darüber liegende Fahrbahnplatte in vertikalen Ausnehmungen frei durchsetzende, Messbolzen befestigt sind. Bezugsweise überragen diese die Fahrbahnplatte.To achieve this object, the invention provides that at the ends of the monitored Substructure support plates that over it horizontal pavement slab in vertical recesses Measuring bolts are attached. In relation to this, they protrude above the carriageway slab.

Die Messbolzen können dabei sowohl vor dem Aufbringen der Fahrbahnplatte in die Unterbauplatte eingebracht werden oder aber auch nach Fertigstellung der Festen Fahrbahn durch nachträglich eingebrachte Bohrungen in die Unterbauplatte eingebaut werden.The measuring pins can be used both before application of the carriageway slab into the sub-slab or but also after completion of the slab track by adding it later Drilled holes in the base plate.

Zur Überwachung des Unterbauzustandes einer Festen Fahrbahn mit einer solchen Vorrichtung dienen Revisionsfahrten mit Messfahrzeugen, die mit einer Laserabtastvorrichtung zur Bestimmung des Höhenversatzes der Messbolzen ausgerüstet sind.To monitor the condition of a substructure Fixed roadways with such a device are used for inspection trips with measuring vehicles using a laser scanning device for determination of the height offset the measuring pin equipped are.

Wenn von vorneherein sichergestellt ist, dass alle Messbolzen die Fahrbahnplatte um ein genau vorgegebenes Maß überragen, kann jede Abweichung der Höhe des Messbolzens gegenüber dieser Sollhöhe absolut als Kriterium für eine Veränderung des Zustands der Unterbautragplatte dienen. Da diese Möglichkeit in der Praxis aber kaum einhaltbar ist, wird man bei Revisionsfahrten jeweils einen Vergleich des Höhenversatzes jedes Messbolzens zu einer vorangegangenen Messung heranziehen und die Höhenveränderung Δh der Unterbautragplatte gegenüber der Festen Fahrbahnplatte für jeden Messbolzen gesondert erfassen.If ensured from the outset is that all measuring bolts move the pavement slab by a precisely specified one Surpass measurement can be any deviation in height opposite the measuring bolt this target height absolutely as a criterion for a change in Condition of the substructure support plate. Because this possibility In practice, however, it is hardly feasible to take revision trips in each case a comparison of the height offset use each measuring pin for a previous measurement and the change in height Δh of the substructure support plate across from the slab track for seize each measuring pin separately.

Weitere Vorteile, Merkmale und Einzelheiten der Erfindung ergeben sich aus der nachfolgenden Beschreibung eines Ausführungsbeispiels sowie anhand der Zeichnung. Dabei zeigen:Other advantages, features and details of Invention result from the following description of a embodiment as well as from the drawing. Show:

1 einen schematischen Schnitt durch eine feste Fahrbahn mit diskreten Unterbautragplatten, wie dies insbesondere im Übergangsbereich an Kunstbauwerken auftritt und 1 a schematic section through a solid carriageway with discrete substructure support plates, as occurs in particular in the transition area on art structures and

2 einen vergrößerten Ausschnitt II im Bereich eines Messbolzens. 2 an enlarged section II in the area of a measuring bolt.

In 1 ist mit 1 jeweils eine Unterbautragplatte bezeichnet, auf der eine Feste Fahrbahnplatte 2 aufgebracht ist, die wiederum die durchlaufenden Schienen 3 trägt.In 1 1 denotes a substructure support plate, on which a slab track slab 2 is applied, which in turn the continuous rails 3 wearing.

Um den kritischen Übergangsbereich zwischen zwei Fahrbahntragplatten 1, insbesondere im Bereich von Fahrbahnübergängen an Kunstbauwerken oder anderen Übergängen, möglichst einfach überwachen zu können, sind an den Enden 4, 5 der Tragplatten 1 jeweils Messbolzen 6 befestigt, die ihrerseits die darüber angeordnete Fahrbahnplatte 2 in vertikalen Aussparungen 7 frei durchsetzen und vorzugsweise um ein kleines Maß über die Feste Fahrbahnplatte überstehen. Bei Revisionsfahrten lässt sich die Höhe der Spitze eines jeden Messbolzens 7 beispielsweise mithilfe eines Lasermesssystems eines Messfahrzeugs sehr einfach ermitteln, wobei bevorzugt über die Bestimmung der Höhenveränderung Δh gegenüber einer vorhergehenden Messung jede Höhenveränderung der Unterbautragplatte 1 sehr einfach ermittelt werden kann.Around the critical transition area between two carriageway slabs 1 The easiest way to monitor, especially in the area of carriageway crossings on art structures or other crossings, is at the ends 4 . 5 of the support plates 1 each measuring pin 6 attached, which in turn the roadway plate arranged above 2 in vertical recesses 7 Push through freely and preferably protrude a small amount above the slab. During inspection trips, the height of the tip of each measuring pin can be 7 For example, it can be determined very easily with the aid of a laser measurement system of a measuring vehicle, preferably any change in height of the substructure support plate by determining the change in height Δh compared to a previous measurement 1 can be determined very easily.

Der Messbolzen 6 kann sowohl vor dem Aufbringen der Fahrbahnplatte 2 als auch nach Fertigstellung der Festen Fahrbahn durch eine nachträglich eingebrachte Bohrung 7 in die Unterbautragplatte 1 eingebaut werden.The measuring pin 6 can both before applying the pavement slab 2 as well as after completion of the slab track through a subsequently drilled hole 7 in the substructure support plate 1 to be built in.

Claims (6)

Feste Fahrbahn mit einer Vorrichtung zur Überwachung des Unterbauzustandes insbesondere im Übergangsbereich von Unterbautragplatten, dadurch gekennzeichnet, dass an den Enden (4, 5) der zu überwachenden Unterbauplatten (1 ), die darüber liegende Fahrbahnplatte (2) in vertikalen Ausnehmungen (7) frei durchsetzende, Messbolzen (6) befestigt sind.Solid carriageway with a device for monitoring the condition of the substructure, in particular in the transition area of substructure support plates, characterized in that at the ends ( 4 . 5 ) of the sub-panels to be monitored ( 1 ), the overlying slab ( 2 ) in vertical recesses ( 7 ) freely penetrating, measuring bolts ( 6 ) are attached. Feste Fahrbahn nach Anspruch 1, dadurch gekennzeichnet, dass die Messbolzen (6) die Fahrbahnplatte (2) um ein genau vorgegebenes Maß überragen.Solid carriageway according to claim 1, characterized in that the measuring bolts ( 6 ) the pavement slab ( 2 ) protrude by a precisely specified amount. Verfahren zur Herstellung einer Festen Fahrbahn nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Messbolzen (6) vor dem Aufbringen der Fahrbahnplatte (2) in die Unterbauplatte (1) eingebracht werden.Process for making a fixed driving track according to claim 1 or 2, characterized in that the measuring bolts ( 6 ) before applying the pavement slab ( 2 ) in the base plate ( 1 ) are introduced. Verfahren zur Herstellung einer Festen Fahrbahn nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Messbolzen (6) nach Fertigstellung der Festen Fahrbahn durch nachträglich eingebrachte Bohrungen in die Unterbauplatte (1) eingebaut werden.Method for producing a slab track according to claim 1 or 2, characterized in that the measuring bolts ( 6 ) after completion of the slab track through subsequently drilled holes in the base plate ( 1 ) to be built in. Verfahren zur Überwachung des Unterbauzustandes einer Festen Fahrbahn nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass durch Revisionsfahrten mit einem Messfahrzeug mit einer Höhendetektionsvorrichtung, insbesondere einer Laserabtastvorrichtung, der Höhenversatz der Messbolzen bestimmt wird.Monitoring procedures of the foundation condition of a slab track according to one of claims 1 or 2, characterized in that by revision trips with a Measuring vehicle with a height detection device, in particular a laser scanning device that determines the height offset of the measuring bolts becomes. Verfahren nach Anspruch 5, dadurch gekennzeichnet, dass bei jeder Revisionsfahrt jeweils die Höhendifferenz Δh eines jeden Messbolzens gegenüber einer vorhergehenden Messung ermittelt wird.A method according to claim 5, characterized in that at each revision trip the height difference Δh of each Opposite measuring pin a previous measurement is determined.
DE10246312A 2002-10-04 2002-10-04 Fixed roadway for bridges or supports comprises a device for monitoring the substructure state especially in the transition region of substructure support plates Expired - Fee Related DE10246312B3 (en)

Priority Applications (15)

Application Number Priority Date Filing Date Title
DE10246312A DE10246312B3 (en) 2002-10-04 2002-10-04 Fixed roadway for bridges or supports comprises a device for monitoring the substructure state especially in the transition region of substructure support plates
PL03375017A PL375017A1 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
JP2004542399A JP2006502328A (en) 2002-10-04 2003-10-01 Apparatus and method for monitoring the substructure state of a fixed track
ES03757900T ES2280789T3 (en) 2002-10-04 2003-10-01 DEVICE AND PROCEDURE FOR THE CONTROL OF THE STATE OF THE PLATFORM OF SIGNAL SHOES.
SI200330690T SI1546652T1 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
DE50306272T DE50306272D1 (en) 2002-10-04 2003-10-01 DEVICE AND METHOD FOR MONITORING THE CONSTRUCTION CONDITION OF FIXED RAILWAYS
AU2003273934A AU2003273934A1 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
CA002501100A CA2501100A1 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
EP03757900A EP1546652B1 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
PCT/EP2003/010886 WO2004033992A1 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
CNA2003801008941A CN1703610A (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
PT03757900T PT1546652E (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
KR1020057005831A KR20050053733A (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
US10/529,607 US7152330B2 (en) 2002-10-04 2003-10-01 Device and method for monitoring the state of the sub-structure of fixed tracks
TW092127418A TW200419043A (en) 2002-10-04 2003-10-03 Device and method to monitor the formation-level state of fixed road-ways

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE10246312A DE10246312B3 (en) 2002-10-04 2002-10-04 Fixed roadway for bridges or supports comprises a device for monitoring the substructure state especially in the transition region of substructure support plates

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DE10246312B3 true DE10246312B3 (en) 2004-03-18

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DE10246312A Expired - Fee Related DE10246312B3 (en) 2002-10-04 2002-10-04 Fixed roadway for bridges or supports comprises a device for monitoring the substructure state especially in the transition region of substructure support plates
DE50306272T Expired - Fee Related DE50306272D1 (en) 2002-10-04 2003-10-01 DEVICE AND METHOD FOR MONITORING THE CONSTRUCTION CONDITION OF FIXED RAILWAYS

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DE50306272T Expired - Fee Related DE50306272D1 (en) 2002-10-04 2003-10-01 DEVICE AND METHOD FOR MONITORING THE CONSTRUCTION CONDITION OF FIXED RAILWAYS

Country Status (14)

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US (1) US7152330B2 (en)
EP (1) EP1546652B1 (en)
JP (1) JP2006502328A (en)
KR (1) KR20050053733A (en)
CN (1) CN1703610A (en)
AU (1) AU2003273934A1 (en)
CA (1) CA2501100A1 (en)
DE (2) DE10246312B3 (en)
ES (1) ES2280789T3 (en)
PL (1) PL375017A1 (en)
PT (1) PT1546652E (en)
SI (1) SI1546652T1 (en)
TW (1) TW200419043A (en)
WO (1) WO2004033992A1 (en)

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US9828010B2 (en) 2006-03-20 2017-11-28 General Electric Company System, method and computer software code for determining a mission plan for a powered system using signal aspect information
US20090287450A1 (en) * 2008-05-16 2009-11-19 Lockheed Martin Corporation Vision system for scan planning of ultrasonic inspection
US8914171B2 (en) 2012-11-21 2014-12-16 General Electric Company Route examining system and method
RU2457969C1 (en) * 2011-03-17 2012-08-10 Закрытое акционерное общество Научно-производственный центр информационных и транспортных систем (ЗАО НПЦ ИНФОТРАНС) Method of defining state of continuous welded rail track assembled rails and sleepers
AU2013299501B2 (en) 2012-08-10 2017-03-09 Ge Global Sourcing Llc Route examining system and method
US9255913B2 (en) 2013-07-31 2016-02-09 General Electric Company System and method for acoustically identifying damaged sections of a route
CN110644377B (en) * 2019-09-30 2021-01-12 中铁二院工程集团有限责任公司 Roller type beam body pushing construction device

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Also Published As

Publication number Publication date
US20060260143A1 (en) 2006-11-23
TW200419043A (en) 2004-10-01
US7152330B2 (en) 2006-12-26
ES2280789T3 (en) 2007-09-16
EP1546652A1 (en) 2005-06-29
WO2004033992A1 (en) 2004-04-22
SI1546652T1 (en) 2007-06-30
PT1546652E (en) 2007-04-30
DE50306272D1 (en) 2007-02-22
EP1546652B1 (en) 2007-01-10
CN1703610A (en) 2005-11-30
JP2006502328A (en) 2006-01-19
KR20050053733A (en) 2005-06-08
PL375017A1 (en) 2005-11-14
CA2501100A1 (en) 2004-04-22
AU2003273934A1 (en) 2004-05-04

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